摘要
通过饱和粘土渗透特性的试验结果,分析其在结构扰动和有荷条件下渗透的变化规律。
According to the result of seepage experiment in saturated cohesive soil, the penneating characteristic of saturated cohesive soil in different compression states were analyzed.
出处
《青海大学学报（自然科学版）》
1999年第1期6-9,13,共5页
Journal of Qinghai University(Natural Science)
关键词
粘土
试验
渗透特性
饱和粘土
Saturated cohesive soil, Permeability, Experiment
